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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL RESAR W/ 10' HOOK <br />7—, <br />#5 BA <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4'=1'-O' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'x8' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 <br />Z IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />rf.\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />OBE ; COURSE OF REINFORCING ONO FORBTHE BOT OM BOND BEAM ISTO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. �" g <br />/ A �\tx'0l" <br />g S. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.— <br />Q tt 8x16 DBL. BOND TOP OF <br />/ •\�•�' P� BEAM W/ (1) #5 BAR BOND BEAM <br />•\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• ��Ga\� W1(1) #5 BAR .y _ BOND BEAM <br />I .\Y\O U = UNFILLED D/GROUT GROUT SOLID FROM TOP <br />d-1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />B Bxs PRE -CAST CONCRETE <br />5 �P LINTEL W/ (1) #5 BAR (L2) <br />p� EF NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY <br />QP HEIGHT # OF #5'S, TOP <br />16-1 T/1 7#6'S. <br />0 OPENING - 2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1T/iM DBIND INDICATES ADOUBLE BOND BEAM BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34'=1'-0' <br />AND XFXX-1T/OKWB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X3)1-V16 <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SIZEN300 MEN EMBEDM NDT 1 <br />1/4") 8' FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4' <br />EMBEDMENT i I <br />2x6 (MIN 2 X 3) 2-3.H 6 TAPCON <br />PRE -CAST . 3 114" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 8' <br />'a SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4' <br />^ <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.'" MIN HEAD <br />SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />18. O.C, MAX. MIN 1-1/4' MIN. 2-12d PER BILK. EA. END <br />EMBEDMENT <br />LLCMU <br />S HEATHING <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />4 SCALE:11/2'=1'-O' <br />C ARCHWAY FRAMING DETAIL <br />J SCALE: 3/4'=1'-0' <br />r <br />SINGLE#5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />wwwAbdesigngroup.com <br />AA N: 0003325 <br />b <br />b <br />L'3 <br />�O <br />a <br />atMDM & L107 <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PROJECT <br />04128.002-03011 <br />MODEL: <br />4EBB <br />"1828—CAlf <br />GARAaffi DVMM: <br />RIGHT <br />PAOffi: <br />DETAILS <br />150 MPH EXP. B <br />AA <br />NO <br />Dw�rZ: 12/01/20 <br />SCA=: 1/4"=1'—O" <br />x*mc= <br />S2.1A <br />